用贝塔姆切拉废石部分替代粗骨料的混凝土强度特性实验研究

Ghantasala Nirupama, Jyothi Kumari Ganta
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引用次数: 0

摘要

在目前的研究工作中,据作者所知,贝塔姆切拉石首次被用作混凝土混合料中粗骨料的部分替代品。天然骨料的稀缺以及寻找能够保持或提高混凝土性能的替代材料对于可持续建筑实践至关重要。主要由石灰石组成的贝塔姆切拉石(BS)可以作为粗骨料的潜在替代品。石灰石是混凝土生产中常用的材料,将其用作骨料可以减少对传统骨料的需求,并有效利用当地资源。使用 BS 浇注的混凝土试件经过不同时间(7 天、21 天和 28 天)的养护,并使用抗压强度测试(评估混凝土性能的标准程序)评估其机械性能。抗压强度是反映混凝土承受荷载和压力能力的基本参数,因此是一项重要的研究属性。我们有兴趣了解这项研究的结果,特别是混凝土的抗压强度在粗骨料与 BS 骨料的不同替代水平(10%、20%、30% 和 40%)下的变化情况。这些数据将有助于深入了解使用 BS 作为替代品的有效性,并有助于确定平衡成本和性能的最佳替代率。此外,虽然抗压强度是一项关键的机械性能,但还需要评估其他性能,如抗弯强度、耐久性和高温效应,以了解 BS 骨料如何影响混凝土的整体性能。如果这项实验研究证明是成功的,那么它将为安得拉邦库尔努尔地区和其他面临传统骨料供应类似挑战的地区采用更具可持续性和成本效益的建筑方法铺平道路。请记住,这项研究的成功将取决于测试方法的准确性、试样的代表性以及研究结果与实际建筑应用的相关性。看到这些为改善建筑材料和实践以实现更可持续的未来而做出的创新努力,令人振奋。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An Experimental Study On Strength Characteristics Concrete by Partial Replacement of Coarse Aggregate with Bethamcherala Waste Stone
In the current research work, as per the best knowledge of the authors, for the first time Bethamcherla stones has been used as a partial replacement of coarse aggregate in concrete mix. The scarcity of natural aggregate as well as finding alternative materials that can maintain or enhance the properties of concrete is crucial for sustainable construction practices. Bethamcherla stones (BS), which mainly comprises by limestone can be a potential substitute for coarse aggregate. Limestone is a common material used in concrete production, and its use as an aggregate could offer advantages such as reducing the demand for traditional aggregates and utilizing local resources efficiently. The concrete specimens, casted using BS, were kept for curing for different durations (7, 21, and 28 days), and the mechanical property was assessed using the compressive strength test, a standard procedure for evaluating concrete performance. Compressive strength is a fundamental parameter that reflects the ability of concrete to withstand loads and pressures, making it an essential property to study. It would be interesting to see the results of this study, especially how the compressive strength of the concrete changes with different replacement levels of coarse aggregate with BS aggregates (10%, 20%, 30%, and 40%). This data would provide insights into the effectiveness of using BS as a substitute and help determine the optimal replacement ratio that balances cost and performance considerations. Additionally, while compressive strength is a critical mechanical property, other properties such as flexural strength, durability, and elevated temperature effect also need to be evaluated to understand how the BS aggregates influence the overall behavior of the concrete. If this experimental study proves successful, it could pave the way for more sustainable and cost-effective construction practices in the Kurnool district of Andhra Pradesh and other regions facing similar challenges with traditional aggregate availability. Remember that the success of this research will depend on the accuracy of testing methods, the representativeness of the specimens, and the relevance of the findings to real-world construction applications. Seeing such innovative efforts toward improving construction materials and practices for a more sustainable future is exciting.
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